Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 224
... strength . The methods for determining remoulded strength have not been standardized , but for vane shear testing current work suggest that at least three rotations of the vane are necessary before the remoulded strength can be measured ...
... strength . The methods for determining remoulded strength have not been standardized , but for vane shear testing current work suggest that at least three rotations of the vane are necessary before the remoulded strength can be measured ...
Page 520
TABLE 2 COMPARISON OF STRENGTH PROPERTIES OF NYLON AND POLYESTER ROPES Property 8 Strand Ny lon Double Braid " Standard " Strength Size 6 , kip 82-93 102-110 Size 15 , kip 529 575-672 Polyester 8 Double Strand Braid 66-81 95-105 419-461 ...
TABLE 2 COMPARISON OF STRENGTH PROPERTIES OF NYLON AND POLYESTER ROPES Property 8 Strand Ny lon Double Braid " Standard " Strength Size 6 , kip 82-93 102-110 Size 15 , kip 529 575-672 Polyester 8 Double Strand Braid 66-81 95-105 419-461 ...
Page 522
... strength , to an established higher load level . Different comparative results would probably be obtained if cyclic tests were conducted with constant extension or with constant energy input during successive cycles . The authors know ...
... strength , to an established higher load level . Different comparative results would probably be obtained if cyclic tests were conducted with constant extension or with constant energy input during successive cycles . The authors know ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire